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S-62-20.1-20.11- ter•---- •-� -nF - -� .. s ' IMPROVEMENT PLANS r FOR ESTIMATED QUANTITIES STORM DRAIN: 1. CURB INLET CATCH BASINS 6 Each F O 2. OUTLET STRUCTURES 2 EACH r - �� _ 3. 21" R.C.P. TRACT N 48 L.F. +A I 4. 24" R.C.P. 60�, L.F. b. 80" R.C.P. a 704 L.F. C �T Y 0� COSTA MESA s. 86" s.c.P. 7. 42 "4.C.P. . «. Z00 L.F. CONSTRUCTION NOTES ORANGE C 0 U N T CALIFORNIA 1 ONSTRUCT 2" PLANT MIX SURFACING WITH SEAL COAT OVER PRIME COAL AND 4 UNTREATED ROCK' BASE.- s {SEE STANDARD PLAN N0. I). STREET QUANTITIES: 2 CONSTRUCT 3" PLANT MIX SURFACING WITH SEAL COAT OVER PRIME COAT AND 6" UNTREATED ROCK BASE. (SEE STD. PLAN N0. I). 1. ROADWAY EXCAVATION 109500 C.Y. 4 3 CONSTRUCT STANDARD 6" CONCRETE CURB AND GUTTER TYPE "D" (SEE STD. PLAN N0. 6). SCALE: AS SHOWN DATE: OCTOBER, 1961 2• 2" 187,420 S.F. 4 CONSTRUCT STANDARD 8" CONCRETE CURB AND GUTTER TYPE "C" (SEE STO. PLAN NO. 5). S.. 9" PMS X5,310 S.F. 4. UNTREATED ROCK BASE -. 3,980 Tons 5 CONSTRUCT STANDARD 6" CURB ONLY (CURB RETURNS). 6,185 Gals 6. SEAL COAT 6 CONSTRUCT S" TO 6" C.F. TRANSITION CONC. CURB ONLY (AT CROSS GUTTER 8 APRONS) OR COMB. CURB 3 GUTTER. 6" CURB AND GUTTER, TYPE "D" } 8,498 _,1...F. 7 CONSTRUCT STANDARD CONCRETE SIDEWALK 4" THICK X 4' - 0" WIDE. S. 8" CURB AND GUTTER, TYPE "C" 2tM L.F. 8 CONSTRUCT STD. CONC. CROSS GUTTER A APRONS, 8" THICK. (SEE STD. PLAN NO.'S 8 i 9 AND DETAIL ON SHEET 6 :). 79 L.F. 10. 6" TO 8" CURB ONLY TRANSITION (X • GUTTER) 250 L.F. 11. 6" CURB ONLY (X,- GUTTER) ` ii 12. 9 CONSTRUCT 8" Y.C.P. SEWER MAIN, STD. MANHOLES, CLEANOUTS, AND 6" Y.C.P. HOUSE CONNECTIONS. 13. ' * Fti,lii2 S.F. µf 10 CONSTRUCT TIMBER GUARD RAIL PER STD. PLAN NO. t4 (17' - 6" LONG ON HALF STREETS). 14. 1 II PLACE 2" 1 6" REDWOOD HEADER. STREET SIGNS _. 1 Each 16. 12 CONSTRUCT CATCH BASIN AND CURB INLET. (SEE DETAIL ON SHEET 10 ). 4 CHANNEL FENCING 1,882 -L. F. 13 INSTALL *w AC WATER MAIN, GATE VALVES AND FIRE HYDRANTS. t 14 INSTALL 6" AC WATER MAIN, GATE VALVES AND FIRE HYDRANTS (SEE COSTA MESA COUNTY WATER DISTRICT STANDARDS). QUANTITIES: I. 16 INSTALL 8" AC WATER MAIN, GATE VALVES AND FIRE HYDRANTS. ° 8" Y.C.P. SEWER MAIN 010 L.fIC 16 INSTALL 12' AC WATER WAIN, GATE VALVES AND FIRE HYDRANTS. -,4. STANDARD MANHOLES I7 REMOVE 2 ".1t $ REDWOOD.HEADER. STANDARD CLEANOUT - :.' =i' Exit WATER QUANTITIES: 1. 6" A.C.'.WATER MAIN $6#S - 2. 8" A.G. WATER WAIN L.F. "'8. 10" A.C. WATER MAIN 164 LF. 4. 12" A.C. WATER MAIN 1. F. S. 8" GATE VALVE ":Each E 6. 8" GATE VALVE, ;A*E vs...r 8. FIRE HYDRANT, TYPE "A ", COMPLETE 2 Each 8. FIRE HYDRANT, TYPE "B ", COMPLETE - 12 Each - 10. WATER SERVICES 183 Each GENERAL NOTES 1. STREET STATIONING REFERS TO t.UNLESS OTHERWISE NOTED. r 2. WATER SYSTEM SHALL BE INSTALLED TO CONFORM To COSTA MESA COUNTY WATER DISTRICT STANDARDS. xi. SEWER SYSTEM SMALL BE INSTALLED TO CONFORM TO COSTA MESA SANITARY DISTRICT STANDARDS. 4. ALL STREET WORK SHALL CONFORM TO CITY OF COSTA MESA STANDARDS. �k• ii. WHERE DIItYEWAY DEPRESSIONS ARE CONSTRUCTED, 'fBE DRIVEWAY APPROACf1E3.SVJLLI,BE COIIST4WTED ry TO PROPERTY LINE PER CITY OF COSTA MESA STANDARD NO. 11 AND 12. b. .EXISTiIK3 4RR4lIATlQN °LI 4 p APtURTE13 =1t 1lOT Bf_REIIONEG -01t ALTERED WITHOUT COiISENT OF OWNERS. C " 7.. STREET NAME SIGNS TO BE INSTALLED (STANDARD PLAN 110. 17) SHOWN THUS: 4. UNTREATED ROCK BASE -. 3,980 Tons 5. PRIME COAT - (SC -2) 6,185 Gals 6. SEAL COAT 2,470 falls•, 7. 6" CURB AND GUTTER, TYPE "D" } 8,498 _,1...F. SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO THE PROPERTY 00a £ CQNTY I= CWTR0. DISTRICT S. 8" CURB AND GUTTER, TYPE "C" 2tM L.F. 9. 6" TO 8" CURB AND GUTTER TRANSITION 79 L.F. 10. 6" TO 8" CURB ONLY TRANSITION (X • GUTTER) 250 L.F. 11. 6" CURB ONLY (X,- GUTTER) 192 L.F. 12. 8" TO 10" CURB AND GUTTER TRANSITION '45 L.F. 13. 4' X 4" CONCRETE SIDEWALK Fti,lii2 S.F. µf 14. CONCRETE X - GUTTER X1,412 .VF. : 15. STREET SIGNS _. 1 Each 16. STREET LIGHTS - 33 Each 174 CHANNEL FENCING 1,882 -L. F. t SEWER QUANTITIES: I. 104 Y.C.P. SEWER MAIN Y. 8" Y.C.P. SEWER MAIN 010 L.fIC S. 6" iL.C.P. HOUSE CONNECTIONS -,4. STANDARD MANHOLES #7 EaaA, , S. STANDARD CLEANOUT - :.' =i' Exit WATER QUANTITIES: 1. 6" A.C.'.WATER MAIN $6#S - 2. 8" A.G. WATER WAIN L.F. "'8. 10" A.C. WATER MAIN 164 LF. 4. 12" A.C. WATER MAIN 1. F. S. 8" GATE VALVE ":Each E 6. 8" GATE VALVE, ;A*E vs...r 8. FIRE HYDRANT, TYPE "A ", COMPLETE 2 Each 8. FIRE HYDRANT, TYPE "B ", COMPLETE - 12 Each - 10. WATER SERVICES 183 Each HA B 7 F 48 ^' 10. AFTER PLANT MIS SURFACING HAS BEEW OPEN TO TRAFFIC FOR A PERIOD OF NOT LESS THAN FOUR (4) WEEKS, A SEAL COAT CONSISTING OF AN ASPHALTIC EMULSION SHALL BE APPLIED. I1. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING. 124 .SEWER STATIONING ON THFSE PLANS REFERS TO t OF SEWER ONLY, SHOWN THUS: 7,24 "86 IS. WATER SERVICES SHA.I.L BE INSTALLED PER COSTA MESA COUNTY WATER DISTRICT, CIRCULATORY LETTER DATED JUNE 30, 1960 4 14. FIRE NYDRANTS TO BE INSTALLED ;SRO" THUS: �FM, Y BENCH MARK DATUM OF CITY OF COSTA MESA: CHISELED *Q;NW CORNER CONCRETE WALK, S.E. CORNER INTERSECTION MESA DRIVE AND NEWPORT SOULEVARD.,1N PRIVATE WALK AROUND. "BUD'S DRIVE -IN". ELEVATION - 62,.+16 COUNTY DATUM: SUBTRACT 0.60 ELEVATION - 61.86 HOURS LPRIOR TO THE �INSTALLAT ON OF THESE WORKS � ' AND THEIR INSTALLATION SHALL BE MADE TO THE A. te. Fickea-, Reg. CIvII Engineer 8844 0. Southworth, City Engineer SATISFACTION OF THE DISTRICT INSPECTORS.. PERMIT 'NO.. FOR DRAIN INTO CHANNEL. f ISSUED 196 DATE (96_ Approved this ac:'�' day of , 1962• Approved this .'Z day of E 1962. oil COSTA 1*$A SANITARY DISTRICT F'OR COSTA MESA. COUNTY MATER DISTRICT ; „FLOOD CONTROL ENGINEER President Manager r' TRACT N° 4260 CITY OF COSTA MESA , CALIF SHEET i - R.GR Qv ,"r. G2 KR LO C AT 10 N M A P ': 09 AWN H oY5 NTAL1101ALLF P_ H i o ce G H.G. -s -oz M.P. H. H. 5ewer Queen%. a" - 35 sz F. a. 961 818'4 D- 9 / 8 CHECKED J. N. \ - ?m p. rcJ Q. C. 13 3 bt hp F. B. OF I 1 A '•-•- _ TEN r < � .. _. _ ..... �.E:...�-w-a1iY ra.vw..w ... °�.. ..s✓ = -asti>a , _�.. #,+w -w- +� _ _.s._.re- .....v -:Y _a y.. =]Yil�... iw °aRP:- "NTY.,ft.. xs -T _ W r -w ..r•4 ursYitM �✓r.>L+wx�!u1 _err _ - -�. �_...�. _ �� -._ �_�. .,.} ,m�W 2.e �.. _� x�_.�.� -��� .._..� _s 8. STREET LIGHTS TO BE INSTALLED SHOWN THUS:. t. -INDEX ( 9. SEWER SYSTEM: SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO THE PROPERTY 00a £ CQNTY I= CWTR0. DISTRICT 6" Y.C.P. HOUSE CONNECTION S LINE FOR EACH LOT. THE DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITH 'PLOT PLAN' DICATING THE RECOMMENDED LOCATION OF THE HOUSE CONNECTION FOR EACH LOT PRIOR TO IW THAT PORTION OF THE WORK WITHIN THE DISTRICT 1961. Approved this 2�D�day of �6 ,- 1962. ' SEWER MAIMCONSTRUCTION.�A� L SEWER HOUSE CONNECTIONS SHALLBEPLACED PRIOR TO SURFACING A F STREETS. ALL SEWER MAiI80LE FRAMES AND COVERS SHALL BE LEFT 6" BELOW ,FIN,ISHED GRADE. O SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO FINISHED GRADE AFTER 10. AFTER PLANT MIS SURFACING HAS BEEW OPEN TO TRAFFIC FOR A PERIOD OF NOT LESS THAN FOUR (4) WEEKS, A SEAL COAT CONSISTING OF AN ASPHALTIC EMULSION SHALL BE APPLIED. I1. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING. 124 .SEWER STATIONING ON THFSE PLANS REFERS TO t OF SEWER ONLY, SHOWN THUS: 7,24 "86 IS. WATER SERVICES SHA.I.L BE INSTALLED PER COSTA MESA COUNTY WATER DISTRICT, CIRCULATORY LETTER DATED JUNE 30, 1960 4 14. FIRE NYDRANTS TO BE INSTALLED ;SRO" THUS: �FM, Y BENCH MARK DATUM OF CITY OF COSTA MESA: CHISELED *Q;NW CORNER CONCRETE WALK, S.E. CORNER INTERSECTION MESA DRIVE AND NEWPORT SOULEVARD.,1N PRIVATE WALK AROUND. "BUD'S DRIVE -IN". ELEVATION - 62,.+16 COUNTY DATUM: SUBTRACT 0.60 ELEVATION - 61.86 HOURS LPRIOR TO THE �INSTALLAT ON OF THESE WORKS � ' AND THEIR INSTALLATION SHALL BE MADE TO THE A. te. Fickea-, Reg. CIvII Engineer 8844 0. Southworth, City Engineer SATISFACTION OF THE DISTRICT INSPECTORS.. PERMIT 'NO.. FOR DRAIN INTO CHANNEL. f ISSUED 196 DATE (96_ Approved this ac:'�' day of , 1962• Approved this .'Z day of E 1962. oil COSTA 1*$A SANITARY DISTRICT F'OR COSTA MESA. COUNTY MATER DISTRICT ; „FLOOD CONTROL ENGINEER President Manager r' TRACT N° 4260 CITY OF COSTA MESA , CALIF SHEET i - R.GR Qv ,"r. G2 KR LO C AT 10 N M A P ': 09 AWN H oY5 NTAL1101ALLF P_ H i o ce G H.G. -s -oz M.P. H. H. 5ewer Queen%. a" - 35 sz F. a. 961 818'4 D- 9 / 8 CHECKED J. N. \ - ?m p. rcJ Q. 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I I 11.1 �A __T�� _= a 4 -_�; __ ---.*- =_V_J___ � - __ - _=--r- I - I , - - 4- . _. . _�� , _7��i_ T - - --- - __�__ __ = __ - -.-.-,T-- - 91" - - " _: ' 49;i� 14 iL I � - - v - ----- 4-- 0� � __ -1 __ : __ I ___ . - ___ , - - I I ". I =:---L- - I , - 11 - - __ ,- I - - f L i ­ . - 12' __ , - ­ - � .. !____ __ - I - _= 4- --I - - -- �A �� _ __ : - - - r1l - ­_ - - ____. - - __ - - r_:� L � - 'C')f,,S 7' 4W � k �_ � A-, � �' A I v, #' R . (4 � . -: . - ''I - L __ � __ _� - _.. � - ___ _ __ - ___ - __ - - - -f- � --- m � - U- - M, I 4. L 1 /V-7- - i _4P �rr' t:;v-iT-7T �- -- ­_ 7� ... = IEE - __ t - - - � I , I - __... - - - __ -­ � - I � �� - I-, _= - f�� - - __ - ___�_ . 't _. -1 - - ­­' ' ___ ___ ­ __ =-= = �±=�=-=-- t� �' L � - _. - -iiiiiiii,im".raiiiiiiiiiiiiiiii� . -1 __ � , . v . .- I 3i�5� �� . - __ -1 _! __ "MM!, - _J P011h I ��_ - __.__ .- ____ - _.. �_ :� - ____ r . 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